2020 08 04 Urban Habitat Change Order 11City of La Quinta
CITY COUNCIL MEETING: August 4, 2020
STAFF REPORT
AGENDA TITLE: APPROVE CHANGE ORDER NO. 11 TO CONTRACT WITH
URBAN HABITAT FOR THE SILVERROCK PARK VENUE PROJECT NO. 2016-08
FOR IRRIGATION POINT OF CONNECTION MODIFICATION, SEWER LINE
MODIFICATION, RESTROOM CIRCUIT BREAKER PANEL, AND REPLACE
STOLONS WITH HYDROSEED
RECOMMENDATION
Approve Change Order No. 11 in the amount of $60,602, to Contract with Urban
Habitat for the SilverRock Park Venue project irrigation point of connection
modification, sewer line modification, restroom circuit breaker panel, and
replace stolons with hydroseed; and authorize the City Manager to execute the
change order.
EXECUTIVE SUMMARY
•On August 6, 2019, a contract was awarded to Urban Habitat (Contractor)
for the construction of the La Quinta SilverRock Park Venue Project
(Project) (Attachment 1) and construction began in September 2019.
•Change Order No. 11 (Attachment 2) includes improvements for irrigation
point of connection modifications in the amount of $78,485 to add a
second pump at the existing lake on-site to provide water for the
irrigation system. This change order also includes improvements for
sewer line modifications in the amount of $5,712 to modify the point of
connection to the restroom building.
•Change Order No. 11 includes the addition of a 3-phase 30 circuit electric
panel attached to the restroom in the amount of $760. The change order
also includes a credit for replacing stolons with hydroseed in the amount
of $24,356.
FISCAL IMPACT
There are sufficient funds in the project budget (Account No. 401-0000-60188,
Project No. 2016-08) for the irrigation point of connection modification, sewer
line modification, and circuit breaker panel in the amount of $60,602. This
change order amount also accounts for a credit for replacing stolons with
hydroseed. The following table shows the projects budgeted revenue sources:
CONSENT CALENDAR ITEM NO. 7
83
Budget
Arts in Public Spaces $ 300,000
Measure G Funding $ 1,621,900
Park & Rec DIF Fund $ 2,400,000
Quimby Funding $ 2,000,000
Total Budget: $ 6,321,900
The following is a list of all change orders to date:
Total
Contract
Original Contract Amount: $ 4,218,880
Contract Change Order No. 1: $ 5,630
Contract Change Order No. 2: $ 8,759
Contract Change Order No. 3: $ 42,996
Contract Change Order No. 4: $ 35,195
Contract Change Order No. 5: $ 209,856
Contract Change Order No. 6: $ 321,900
Contract Change Order No. 7: $ 3,563
Contract Change Order No. 8: $ (14,695)
Contract Change Order No. 9: $ 98,161
Contract Change Order No. 10: $ 30,345
This Contract Change Order No. 11 $ 60,602
Final Contract Amount: $ 5,021,192
BACKGROUND/ANALYSIS
Proposed Change Order No. 11 is recommended for approval in the amount of
$60,602 for the following:
Irrigation point of connection modification and sewer line modification in the
amount of $78,485. The irrigation point of connection needs to be modified
because the original point of connection location could not be found. Adding a
second pump to pull water directly from the existing lake was determined to be
the most cost-efficient option to provide irrigation water to the site. Staff is
currently coordinating with the Coachella Valley Water District to ultimately
convert the lake water on the Venue Site from well water to canal water. Once
this coordination is completed, Staff will bring this option for Council’s
consideration.
The sewer line alignment at the restroom, in the amount of $5,712, is
recommended to be modified for functionality to reduce the amount of joints in
the line, which will help with maintenance in the future.
The addition of a 3-phase 30-circuit electric panel attached to the restroom, in
the amount of $760, is recommended to have a safer system with the ability
to expand in the future. The panel provided with the restroom building does
84
not contain enough breaker spaces for all the circuits indicated on the drawings,
or for any future loads.
The proposed Change Order No. 11 also accounts for a credit in the amount of
$24,356 for replacing stolons with hydroseed. Aside from receiving a credit to
change material, hydroseed was also chosen to replace stolon because it will
cover the area better and there will be less labor involved.
Staff does not recommend approval of adding irrigation and soil preparation for
the overflow parking lot at this time.
ALTERNATIVES
Council may elect to not approve the change order or approve only parts of the
change order.
Prepared by: Julie Mignogna, Management Analyst
Approved by: Bryan McKinney, P.E., Public Works Director/City Engineer
Attachments: 1.Project Vicinity Map
2. Change Order No. 11
85
86
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88
Sheet 1 of 13
CONTRACT: SilverRock Park Venue
PROJECT NO. 2016-08
CONTRACTOR: Urban Habitat
PO Box 1177
La Quinta, CA 92247
CONTRACT CHANGE ORDER NO. 11
Pursuant to the terms of the original Contract Agreement, you are hereby directed to make the herein described
changes or do the following described work not included in the plans and specifications for this Contract. Unless
otherwise stated all work shall conform to the terms, general conditions, and special provisions of the original
Contract.
DESCRIPTION OF CHANGE
This Contract Change Order allows for Restroom Sewer Realignment (2d) Total $ 5,712.40
This Contract Change Order allows for a Second Pump at the existing lake on-site (10d) Total $ 78,485.40
This Contract Change Order allows for Restroom 3-phase 30-circuit Panel (0d) Total $ 759.59
This Contract Change Order is a credit for replacing solons with hydroseed (0d) Total $(24,355.52)
By reason of this contract change order the time of completion is adjusted as follows: - 12 - days added to
contract time. The contract completion date shall be: 9/8/2020
Submitted By: Date:
Approved By: Date:
We, the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this
proposal is approved, that we will provide all equipment, furnish all materials, perform all labor, except as may be noted
above, and perform all services necessary to complete the above specified work, and hereby accept as full payment the
amount shown above, which includes all direct and indirect overhead expenses for any delays.
Accepted By: Title:
Contractor: Date:
Previous Contract Amount Through CCO #10 $4,960,589.71
Add This Change Order No. 11 $60,601.87
Revised Contract Total $5,021,191.58
ATTACHMENT 2
89
CHANGE ORDER
PROJECT:
SILVERROCK PARK VENUE
CONTRACTOR:
URBAN HABITAT
OWNER:
CITY OF LA QUINTA
CHANGE ORDER NUMBER:
DATE:
PROJECT NO.:
~4 7/29/20
2016-08
CO NTRACT DATE:
CONTRACT FOR: Urban Habitat
The Contract is changed as follows:
Restroom Sewer Realignment
(per the attached)
$5,712.40
Not valid until si ned b the Owner, Architect and Contractor.
The original Contract Sum was
Net change by previously authorized Change orders
The Contract Sum prior to this Change order was
The Contract Sum will be amended by this Change Order in the amount of
The new Contract Sum including this Change Order will be
The Contract Time will be amended by
The date of Substantial Completion as of the date of this Change Order therefore is
$ 4,218,879.75
$ 741,709.71
$ 4,960,589.46
$5,712.40
$ 4,966,301.86
2 days
N/A Urban Habitat City of La Quinta
SUBCONTRACTO R CONTRACTOR OWNER
PO Box 11771 La Quinta, CA92247
Address "]\uJ\ ~ Address
BY BY BY~ iM.
DATE DATE ili~~l~<),Q DATE
AIA Form G701
90
Q ty Units Name Cost Cost Tax Subtotal Labor Material/ Subtotal Bonding Grand Total
Each Markup Equipment
Markup
Takeoff Item: 6" Sewerline 5-7 feet deep
Material 66 LF PIPESDR 6" SOR 35 PVC GSKT PIPE SOLID (20 FT) $2.66 $175.56 $15.36 $190.92 $28.64 $219.56 $4.39 $223.95
Material 66 LF #10 Tracer Wire $0.35 $23.10 $2.02 $25.12 $3.77 $28.89 $0.58 $29.47
Material 3 CY Pea Gravel $24.00 $72.00 $6.30 $78.30 $11.75 $90.05 $1.80 $91.85
Labor 8 HR Foreman Labor 6" Sewerline 5- 7 feet deep $80.46 $643.68 $643.68 $160.92 $804.60 $16.09 $820.69
Labor 8 HR Drainage Labor 6" Sewerline 5-7 feet deep $53.26 $426.08 $426.08 $106.52 $532.60 $10.65 $543.25
Labor 8 HR Equipment Operator Labor 6" Sewerline 5-7 feet deep $89.55 $716.40 $716.40 $179.10 $895.50 $17.91 $913.41
Equipment 8 HRS BackHoe 6" Sewerline 5-7 feet deep $49.79 $398.32 $34.85 $433.17 $64.98 $498.15 $9.96 $508.11
Equipment 8 HRS Lazer Level 6" Sewerline 5-7 feet deep $10.00 $80.00 $7.00 $87.00 $13.05 $100.05 $2.00 $102.05
Takeoff Item : Add 6" SDR-35 Cap 4' deep
Material 1 EA FTGSWDRN 6" PVC SDR35 CAP (Hub) $8.50 $8.50 $0.74 $9.24 $1.39 $10.63 $0.21 $10.84
Labor 1 HR Drainage Labor Add 6" SDR-35 Cap 4' deep $53.26 $53.26 $53.26 $13.32 $66.58 $1.33 $67.91
Takeoff Item: Excavate and Remove 6" Sewerline- 4' deep
Labor 5 HR Foreman Labor Excavate and Remove 6" Sewerline- 4' deep $80.46 $402.30 $402.30 $100.58 $502.88 $10.06 $512.93
Labor 5 HR Drainage Labor Excavate and Remove 6" Sewerline- 4' deep $53.26 $266.30 $266.30 $66.58 $332.88 $6.66 $339.53
Labor 6 HR Equipment Operator Labor Excavate and Remove 6" Sewerline- 4' deep $89.55 $537.30 $537.30 $134.33 $671.63 $13.43 $685.06
Equipment 6 HRS BackHoe Excavate and Remove 6" Sewerline- 4' deep $49.79 $298.74 $26.14 $324.88 $48.73 $373.61 $7.47 $381.08
Takeoff Item : Install new 6" SDR35 wye to Existing sewerline 6.5' deep
Material 4 EA FTGSWDRN 6" PVC WYE (Hubx Hub x Hub) $35.78 $143.12 $12.52 $155.64 $23.35 $178.99 $3.58 $182.57
Material 1 EA 6" Fernco $22.00 $22.00 $1.93 $23.93 $3.59 $27.51 $0.55 $28.06
Labor 4 HR Drainage Labor Install new 6" SDR35 wye to Existing sewerline 6.5' deep $53.26 $213.04 $213.04 $53.26 $266.30 $5.33 $271.63
To tal: $5,712.40
91
CHANGE ORD ER
PROJECT:
SIL VERROCK PARK VENUE
CONTRA CTOR:
URBAN HABITAT
OWNER:
CITY OF LA QUINTA
CHANGE ORDER NUMB ER:
DATE:
PROJECT NO.:
35
7/29/20
2016-08
CO NTRACT DATE:
CONTRACT FOR: Urban Habitat
The Contract is changed as follows:
Pump Station
(per the attached)
$66,758.26
Subcontractor
Brudvik
Grand Total
$ 10,452.00
Markup $ 1,045.20
Subtotal $ 11,497.20
Bonding $ 229.94
Total $ 11,727.14
$ 78,485.40
Not valid until si ned b the 0-.vner, Architect and Contractor.
The original Contract Sum was
Net change by previously authorized Change orders
The Contract Sum prior to this Change order was
The Contract Sum will be amended by this Change Order in the amount of
The new Contract Sum including this Change Order will be
The Contract Time will be amended by
The date of Substantial Completion as of the date of this Change Order therefore is
$ 4,218,879.75
$ 741,709.71
$ 4,960,589.46
$78,485.40
$ 5,039,074.86
10 days
N/A Urban Habitat City of La Quinta
SUBCONTRACTO R CO NTRACTOR OWNER
Address Address
BY BY
DATE DATE
AIA Form G701
92
Qty Units Nam e Cost Cost Tax Subotal Labor M aterial Subtotal Bonding Grand Total
Each M arkup Equip.
M ark up
Takeoff Item : 6" Concret e Slab fo r Pum p Ba se- Sub Contract or
Subcontract 31 SQ Fr 6" Concrete Slab for Pump Base- Sub Contractor SF $22.00 $682.00 $682.00 $682.00 $13.64 $695.64
Takeoff Item: 6" DUCTILE IRON GATE W/2" OPERATING NUT LEEMCO
Material 1 EA 6" Cast Iron Flanged Gate Valve $285.53 $285.53 $24.98 $310.51 $46.58 $357.09 $7.14 $364.23
Material 1 EA TORO 10" ROUND VALVE BOX WI TH BLACK LID $9.56 $9.56 $0.84 $10.40 $1.56 $11.96 $0.24 $12.20
Material 2 LF ft. 8" PVC SDR35 SEWE R PIPE Slee ve $3.81 $7.62 $0.67 $8.29 $1.24 $9.53 $0.19 $9.72
Material 1 EA PURPLE RECLAIMED WATER TAG $2.44 $2.44 $0.21 $2.65 $0.40 $3.05 $0.06 $3.11
Material 2 EA 6" HDPE Flange Adapter DR9 machined to DR11 / Resin 4710 $19.61 $39.22 $3.43 $42.65 $6.40 $49.05 $0.98 $50.03
Material 2 EA NBG Kit 6" STAI NLESS STEEL BO LTS $48.16 $96.32 $8.43 $104.75 $15.71 $120.46 $2.41 $122.87
Material 2 EA Back Up Rings 6" DR7 EPOXY COATED $13.29 $26.58 $2.33 $28.91 $4.34 $33.24 $0.66 $33.91
La bor 1 HR IRRIGATI ON LA BOR 6" DUCTILE IRON GATE W/2" OPERATING NUT LEEMCO $53.26 $53.26 $53.26 $13.32 $66.58 $1.33 $67.91
Takeoff Item : 6"- 45 deg Sch 80 Solvent Weld
Material 6 EA 6" 45 ELL, SXS SCH 40 PVC $22.53 $135.18 $11.83 $147.01 $22.05 $169.06 $3.38 $172.44
Material 12 EA NBG Kit 6" STAINLESS STEEL BOLTS $48.16 $577.92 $50.57 $628.49 $94.27 $722.76 $14.46 $737.22
Labor 6 HR Irrigation Labor 6"- 45 deg Sch 80 Solvent Weld $53.26 $319.56 $319.56 $79.89 $399.45 $7.99 $407.44
Takeoff Item : 6" PVC C-900 Irrigation Line and conduit
Material 180 Fr 6" CL235 DR 18 PVC PIPE, AWWA C900-07, 20' LENGTHS $4.71 $847.80 $74.18 $921.98 $138.30 $1,060.28 $21.21 $1,081.4~
Material 180 Fr 3" DETECTABLE TAPE IRRIGATION BLUE 1000' ROLL $0.05 $9.00 $0.79 $9.79 $1.47 $11.26 $0.23 $11.48
Material 340 Fr 2" GREY SCH 40 PVC CONDUIT BE, 20' LENGTH $0.68 $231.20 $20.23 $251.43 $37.71 $289.14 $5.78 $294.93
Labor 9 HR Irrigation Labor 6" PVC C-900 Irrigation Line and conduit $53.26 $479.34 $479.34 $119.84 $599.18 $11.98 $611.16
Labor 9 HR Irrigation Labor 6" PVC C-900 Irrigation Line and conduit $53.26 $479.34 $479.34 $119.84 $599.18 $11.98 $611.16
Labor 9 HR Irrigation Labor 6" PVC C-900 Irrigation Line and conduit $80.46 $724.14 $724.14 $181.04 $905.18 $18.10 $923.28
Labor 9 HR Equipment Operator Labor 6" PVC C-900 Irrigation Line and conduit $89.55 $805.95 $805.95 $201.49 $1,007.44 $20.15 $1,027.5~
Equipment 9 HRS BackHoe 6" PVC C-900 Irrigation Line and conduit $49.79 $448.11 $39.21 $487.32 $73.10 $560.42 $11.21 $571.63
Takeoff Item : 6" PVC C-900 Irrigation Line- FILL Line to new POC by Pump
Material 260 Fr 6" CL235 DR 18 PVC PIPE, AWWA C900-07, 20' LENGTHS $4.71 $1,224.60 $107.15 $1,331.75 $199.76 $1,531.52 $30.63 $1,562.1~
Material 253 Fr 3" DETECTABLE TAPE IRRIGATION BLUE 1000' ROLL $0.05 $12.65 $1.11 $13.76 $2.06 $15.82 $0.32 $16.14
Labor 13 HR Irrigation Labor 6" PVC C-900 Irrigation Line- FILL Line to new POC by Pump $53.26 $692.38 $692.38 $173.10 $865.48 $17.31 $882.78
La bor 13 HR Irrigation Labor 6" PVC C-900 Irrigation Line- FILL Line to new POC by Pump $53.26 $692.38 $692.38 $173.10 $865.48 $17.31 $882.78
La bor 13 HR Fo reman Labo r 6" PVC C-900 Irrigation Line- FILL Line to new POC by Pump $80.46 $1,045.98 $1,045.98 $261.50 $1,307.48 $26.15 $1,333.6,
Labor 13 HR Equipment Operator Labor 6" PVC C-900 Irrigation Line- FILL Line to new POC by Pump $89.55 $1,164.15 $1,164.15 $291.04 $1,455.19 $29.10 $1,484.2~
Equipment 13 HRS BackHoe 6" PVC C-900 Irrigation Line- FILL Line to new POC by Pump $49.79 $647.27 $56.64 $703.91 $105.59 $809.49 $16.19 $825.68
Takeoff Item : 6" PVC SCH Fill line (in Lake)
Material 40 Fr 6" CL235 DR 18 PVC PIPE, AWWA C900-07, 20' LENGTHS $4.71 $188.40 $16.49 $204.89 $30.73 $235.62 $4.71 $240.33
Labor 3 HR Foreman Labor 6" PVC SCH RII line (in Lake) $80.46 $241.38 $241.38 $60.35 $301.73 $6.03 $307.76
Labor 3 HR Equipment Operator Labor 6" PVC SCH Fill line (in Lake) $89.55 $268.65 $268.65 $67.16 $335.81 $6.72 $342.53
Equipment 3 HRS BackHoe 6" PVC SCH Fill line (in Lake) $49.79 $149.37 $13.07 $162.44 $24.37 $186.81 $3.74 $190.54
93
Takeoff Item : Concrete Th rust Blocks $0.00
Material 7 EA Concrete Thrust Blocks $15.00 $105.00 $9.19 $114.19 $17.13 $131.32 $2.63 $133.94
La bor 6 HR Irrigation Labo r Concre te Thrust Blocks $53.26 $319.56 $319.56 $79.89 $399.45 $7.99 $407.44
Takeoff Item: Lake Pump- Enclosure Assembly, Skid and Enclosure (Flange to Flange)
Material 1 EA La ke Pump- Enclos ure Assembly, Skid and Enclosure (Flange to Flange) $30,857.00 $30,857.00$2,699.99$33,556.99 $5,033.55 $38,590.54 $771.81 $39,362.35'
La bor 24 HR Fo reman Labo r La ke Pump- Enclosure Assembly, Skid and Enclosure (Flange to Flange) $80.46 $1,931.04 $1,931.04 $482.76 $2,413.80 $48.28 $2,462.08
La bor 24 HR Irrigation Labo r La ke Pump- Enclosure Assembly, Skid and Enclosure (Flange to Flange) $53.26 $1,278.24 $1,278.24 $319.56 $1,597.80 $31.96 $1,629.76
Labor 24 HR Equipment Operator Labor Lake Pump- Enclosure Assembly, Skid and Enclosure (Flange to $89.55 $2,149.20
Flange) $2,149.20 $537.30 $2,686.50 $53.73 $2,740.2:!i
Equipment 8 HRS 10 Ton Lift Lake Pump- Enclosure Assembly, Skid and Enclosure (Flange to Range) $100.00 $800.00 $8.75 $808.75 $121.31 $930.06 $18.60 $948.66
Takeoff Item : Pump suction Line and Strainer
Material 12 EA Masonry Blocks $2.25 $27.00 $2.36 $29.36 $4.40 $33.77 $0.68 $34.44
Material 1 EA 6" Pump Suction Screen and Foot Valve $175.00 $175.00 $15.31 $190.31 $28.55 $218.86 $4.38 $223.24
Material 2 EA 5' long x 2" wide Stainless Steel Clamps $125.00 $250.00 $21.88 $271.88 $40.78 $312.66 $6.25 $318.91
Material 10 EA Bags of Grout/Epoxy Bond $15.00 $150.00 $13.13 $163.13 $24.47 $187.59 $3.75 $191.35
Labor 8 HR Irrigation Labor Pump suction Line and Strainer $53.26 $426.08 $426.08 $106.52 $532.60 $10.65 $543.25
Labor 8 HR Foreman Labor Pump suction Line and Strainer $80.46 $643.68 $643.68 $160.92 $804.60 $16.09 $820.69
Takeoff Item : Repair and Replace Existing Irrigation system and Transplant Shrubs
Material 1 EA Repair and Replace Existing Irrigation system and Transplant Shrubs $100.00 $100.00 $8.75 $108.75 $16.31 $125.06 $2.50 $127.56
Labor 8 HR Irrigation Labor Repair and Replace Existing Irrigation system and Transplant Shrubs $53.26 $426.08 $426.08 $106.52 $532.60 $10.65 $543.25
Takeoff Item: Rock Base for Pump Pad
Material 2 TON Rock Base for Pump Pad $40.00 $80.00 $7.00 $87.00 $13.05 $100.05 $2.00 $102.05
Labor 1 HR Landscape Labor Rock Base for Pump Pad $53.26 $53.26 $53.26 $13.32 $66.58 $1.33 $67.91
Labor 1 HR Landscape Labor Rock Base for Pump Pad $53.26 $53.26 $53.26 $13.32 $66.58 $1.33 $67.91
Labor 1 HR Equipment Operator Labor Rock Base for Pump Pad $89.55 $89.55 $89.55 $22.39 $111.94 $2.24 $114.18
Equipment 1 HRS T300 Bobcat Skid Steer Rock Base for Pump Pad $35.00 $35.00 $35.00 $5.25 $40.25 $0.81 $41.06
Total $66,758.26
94
B ru d v ik , In c .
600 Eugene Road
Palm Springs, CA 92264
Phone: (760) 320-4429
Fax: (760) 323-3302
License #482623
CHANGE ORDER REQUEST
To: Urban Habitat Date: 7/28/2020
Attn: ---,-~---------- Project: LQ Silverrock Park Venue
Job# _
COR# 6R
Description of Work:
Provide and install a 125-amp 3-pole breaker in main service panel,
provide and install feeder conductors, and terminate line voltage
conductors to lake pump. Also includes connections to controls provided
with packaged pump station. Excludes trenching, conduit, and conduit
installation.
Price this Request $10,452.00
Signed: Larry "Bo" Ford
Brudvik, Inc.
Date: 7/28/2020
Accepted: _
Date: _
95
P r ic e S u mm a r y R e p o rt
La Quinta Silverrock Park Venue
Add 125-amp circuit for lake booster pump and connect controls
Materials $ 4,96 9.68
Sales Tax 9.25% $ 459.70
Subtotal $ 5,429.3 8
Markup 15.00% $ 814.4 1
$ 6,243.78
Supplier Quotes $
Sales Tax 9.25% $
Subtotal $
Markup 15.00% $
$
Subcontractor $
Sales Tax 0.00% $
Subtotal $
Markup 10 .00% $
$
Rental Equipment $
Sales Tax 9.25% $
Subtotal $
Markup 15.00% $
$
Labor
Rate Hours
$72 .8 7 X 46.2 1 $ 3,367.3 2
Markup 25.0 0% $ 841.83
$ 4,209.15
Subtotal $ 10,452.94 ~
Bond
$ 10,452.94
lsell Pric e 10,452.00 I $
96
Ext Price Labor Unit Ext Labor Item # Item Nam e Q uantity Price Unit
Unit Unit
40 12 THHN STR CU BLK 500 W IRE 948.00 $0.265 $251.67 0.006 5.69
43 6 THH N STR CU BLK 2000R W IRE 21 0.00 $1.145 $240.38 0.010 2.20
48 1/0 THH N STR CU BLK 500R WI RE 630.00 $3.704 $2,333.76 0.021 13.23
72 5 1 AL LB Condulet Body 2.00 $11.528 $23.06 0.3 75 0.75
72 7 1-1/2 AL LB Condulet Body 2.00 $23.974 $47.95 0.525 1.05
810 1 AL Condulet Body Cover 2.00 $2.998 $6.00 0.375 0.75
812 1-1/2 AL Condulet Body Cover 2.00 $4.4 70 $8.94 0.000 0.00
823 1 Condulet Body Gasket 2.00 $1.910 $3.82 0.375 0.75
825 1-1/2 Condulet Body Gasket 2.00 $2.224 $4.4 5 0.000 0.00
1,078 3/4" X 12" NIPPLE GRC 2.00 $12.474 $24.95 0.180 0.36
1,089 1" X 12" NIPPLE GRC 4.00 $17.154 $68.62 0.225 0.90
1,10 8 1-1/2"X 6" NIPPLE GRC 2.00 $12.834 $25.67 0.240 0.4 8
1,111 1-1/2"X 12" NIPPLE GRC 4.00 $25.623 $102.4 9 0.240 0.96
1,502 3/4 Locknut 2.00 $0.202 $0.4 0 0.015 0.03
1,503 1 Locknut 4.00 $0.334 $1.3 3 0.023 0.09
1,505 11/2 Locknut 4.00 $0.670 $2.68 0.023 0.09
1,566 3/4 Insul Grn d Bushing-D ie Cast 2.00 $4.630 $9.26 0.270 0.54
1,567 1 Insul Grn d Bushing-D ie Cast 4.00 $4.831 $19.33 0.300 1.20
1,569 11/2 Insul Grn d Bushing-D ie Cast 4.00 $6.590 $26.36 0.3 75 1.50
2,702 3/4 PVC Sch 40 90-degree Elbow 3.00 $0.858 $2.57 0.150 0.4 5
2,703 1 PVC Sch 40 90-degree elbow 4.00 $1.299 $5.20 0.150 0.60
2,705 11/2 PVC Sch 40 90-degree Elbow 4.00 $2.591 $10 .36 0.225 0.90
2,945 3/4 PVC CO UPLI N G 3.00 $0.310 $0.93 0.023 0.07
2,946 1 PVC CO UPLI N G 4.00 $0.4 70 $1.88 0.023 0.09
2,948 11/2 PVC CO UPLI N G 4.00 $0.876 $3.50 0.030 0.12
2,967 3/4 PVC FEM A LE AD PT 2.00 $0.597 $1.1 9 0.2 25 0.45
2,968 1 PVC FEM A LE AD PT 2.00 $0.813 $1.63 0.3 00 0.60
2,970 11/2 PVC FEM A LE AD PT 4.00 $1.292 $5.17 0.375 1.50
3,277 3/4 FLEX W P 6.00 $1.877 $11.2 6 0.075 0.4 5
3,278 1 FLEX W P 10.00 $2.826 $28.26 0.045 0.45
3,280 11/2 FLEX W P 10.00 $4.505 $45.05 0.075 0.75
3,301 3/4 LT Flex Conn-Steel-Str-Jns Thrt 2.00 $10 .539 $21.08 0.13 5 0.27
3,302 1 LT Flex Conn-Steel-Str-Jns Thrt 4.00 $20.711 $82.85 0.150 0.60
3,304 11/2 LT Flex Conn-Stl-Str-Jns Thrt 4.00 $42.325 $169.3 0 0.210 0.84
11 ,844 lG W P BLAN K 1.00 $2.090 $2.09 0.075 0.08
12,289 lG BELL BO X 4HU BS 3/4" 1.00 $15.764 $15.76 0.375 0.38
60,051 Ex cavate Pull Box 1.00 $0.000 $0.00 1.500 1.50
97
60,052 Pull Box Gravel 1.00 $22.500 $22.50 1.050 1.05
60,053 Brick 2.00 $3.750 $7.50 0.000 0.00
60,054 Concrete Pull Box 1.00 $54.000 $54.00 1.500 1.50
60,13 8 125/3 Add-to-Existing w/Hardware 1.00 $1,276.500 $1,276.50 3.000 3.00
~4 969.68 46.21
98
CHANGE ORDER
PROJECT:
SILVERROCK PARK VENUE
CONTRACTOR:
URBAN HABITAT
OWNER:
CITY OF LA QUINTA
CHANGE ORDER NUMBER:
DATE:
PROJECT NO.:
36
7/29/20
2016-08
CO NTRACT DATE:
CO NTRACT FOR: Urban Habitat
The Contract is changed as follows:
Provide a 3-phase 30-circuit panel with main circuit breaker and distribution breakers in the restroom building
Brudvik $677.00
Subcontractor Markup $67.70
Subtotal $744.70
Bonding $14.89
Grand Total $759.59
Not valid until si ned b the Owner Architect and Contractor.
The original Contract Sum was
Net change by previously authorized Change orders
The Contract Sum prior to this Change order was
The Contract Sum will be amended by this Change Order in the amount of
The new Contract Sum including this Change Order will be
The Contract Time will be amended by
The date of Substantial Completion as of the date of this Change Order therefore is
$ 4,218,879.75
$ 741,709.71
$ 4,960,589.46
$759.59
$ 4,961,349.05
0
NIA Urban Habitat City of La Quinta
SUBCONTRACTOR CO NTRACTOR OWNER
Address Address
BY BY
DATE DATE
AIA Form G701
99
Brudvik, Inc.
600 Eugene Road
Palm Springs, CA 92264
Phone: (760) 320-4429
Fax: (760) 323-3302
License #482623
CHANGE ORDER REQUEST
To: Urban Habitat Date: 7/17/2020
Attn: --------------- Project: LQ Silverrock Park Venue
Job# _
COR# 5
Description of Work:
Provide a 3-phase 30-circuit panel with main circuit breaker and
distribution breakers in the restroom building.
Price this Request $677 .00
Signed: Larry "Bo" Ford
Brudvik, Inc.
Date: 7/17/2020
Accepted: _
Date: ----
100
CHANGE ORDER
PROJECT:
SILVERROCK PARK VENUE
CONTRACTOR:
URBAN HABITAT
OWNER:
CITY OF LA QUINTA
CHANGE ORDER NUMBER:
DATE:
PROJECT NO.:
37
7/29/20
2016-08
CONTRACT DATE:
CONTRACT FOR: Urban Habitat
The Contract is changed as follows:
Per COR 22, 209,600 square feet of sod was to be replaced with stolons. This change order would change the installation
to hydroseed (at a cost of $0.748 per squarefoot, resulting in a furthe credit of $0.1162 per square foot ($24,355.52).
209,600 square feet of hydroseed in lieu of stolons
Overflow parking 81,920 squarefeet hydroseeded
Credit for Overflow parking soil stabilizer: $0.035/sqft installed
Soil prep for overflow parking area
Irrigation for overflow parking area
Maintenance for overflow parking area
Total:
$ (24,355.52)
$ 6,127.62
$ (2,867.20)
$ 10,610.16
$ 41,005.95
$ 3,933.25
$ 34,454.26
Not valid until si ned b the Owner, Architect and Contractor.
The original Contract Sum was
Net change by previously authorized Change orders
The Contract Sum prior to this Change order was
The Contract Sum will be amended by this Change Order in the amount of
The new Contract Sum including this Change Order will be
The Contract Time will be amended by
The date of Substantial Completion as of the date of this Change Order therefore is
$ 4,218,879.75
$ 741,709.71
$ 4,960,589.46
$ 34,454.26
$ 4,995,043.72
15 days
N/A Urban Habitat City of La Quinta
SUBCONTRACTOR CONTRACTOR OWNER
Address Address
BY BY
DATE DATE
AIA Form G701
101
102